Design a simply supported one-way reinforced concrete floor slab to span 10 ft and carry a service live load of 175 psf and a service dead load of 25 psf. Use fc' = 3000 psi and fy = 60,000 psi. Make the slab thickness to 12-in. increments. a. Design the slab for the ACI Code minimum thickness. b. Design the thinnest possible slab allowed by the ACI Code.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Design a simply supported one-way reinforced concrete floor slab
to span 10 ft and carry a service live load of 175 psf and a service
dead load of 25 psf. Use fc' = 3000 psi and fy = 60,000 psi. Make
the slab thickness to 12-in. increments.
a. Design the slab for the ACI Code minimum thickness.
b. Design the thinnest possible slab allowed by the ACI Code.
Transcribed Image Text:Design a simply supported one-way reinforced concrete floor slab to span 10 ft and carry a service live load of 175 psf and a service dead load of 25 psf. Use fc' = 3000 psi and fy = 60,000 psi. Make the slab thickness to 12-in. increments. a. Design the slab for the ACI Code minimum thickness. b. Design the thinnest possible slab allowed by the ACI Code.
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